plan details - cdn.shellharbour.nsw.gov.au

B

STEP IRONS

B

SECTION A-A

SECTION B-B

A

A

NOTE:

PLAN

NominalLintel Length

12001800240030003600

A B18252438304836574267

6051218182824373047

Provide AYMROO or alternate brand nameequivalent plastic encapsulated step irons inaccordance with AS 1657 and manufacturesrequirements directly under lid at 300mmcentres where pit is deeper than 1200mm.

1. Compressive strength, F'c for cast insitu concrete to be min of 32MPa to AS36002. All dimensions in mm3. Provide SL82 mesh centrally placed to walls and base for all pits >/= 1.5m deep. Minimum

50mm cover. Return mesh 300mm into base and sides, or starter bars to match wallreinforcement.

4. All exposed steelwork shall be hot dip galvanised in accordance with AS 16505. Where a heavy duty steel grate is required a Weldlok GG78-42A grate or equivalent is to be

specified.

Note: Subsoil Drain 3m long at each inlet pit.

Note: Expansion joints at 1m distance from lintel.

E

W

S

T

MOF

G

SURVEYEDOFFICER:

DATE:

SURVEY MARKS:

LIST OF REVISIONSREV. DATE OFFICER

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

AMENDMENT DETAILS APPROVED - Manager Subdivision Development

DATE:

DESIGNED:

DATE:

SEDIMENT ANDEROSION CONTROL Provide sediment and erosion control measures in accordance with the 'Erosion & Sediment Control'guide by the NSW Office of Environment & Heritage

DRAWN:

DATE:

SERVICESGas:

Electricity:

Water:

Sewer:

TelComm Local Cable:

TelComm Major or Optic Fibre:

LEGENDLOCATIONS

Services shown are those knownto exist at date of design. Prior tocommencement of excavationcontact the relevant gas, electricity, water and telecommunications serviceproviders, including the RMS, for most recent service locations and precautions that may be necessary

ADMINISTRATION CENTRESHELLHARBOUR CIVIC CENTRE

Locked Bag 155 SHELLHARBOUR CITY CENTRE NSW 2529

PH: (02) 4221 6111 FAX: (02) 4221 6016 DX26402 SHELLHARBOUR CITY CENTRE

PLAN DETAILS FILE:

PLAN No:

REVISION

SHEET:

76 CYGNET AVENUE(Cnr Cygnet & College Avenue)

POSTAL ADDRESS SCC STANDARD DRAWINGA21 NOVEMBER 2019

CAST IN-SITU GRATED GULLY PIT -Pipes up to 600Ø ASD 300

SECTION A-A

SECTION B-B

NOTE:

PLAN


12001800240030003600

A B18252438304836574267

6051218182824373047

1. Compressive strength F'c for cast in-situ concrete to be a minimum of32MPa at 28 days.

2. All dimensions are in millimetres.3. Provide SL82 mesh centrally placed to walls and base for pits

>/=1.5m deep. Return mesh 300mm into base and sides, or starterbars to match wall reinforcement.

4. All steelwork shall be hot dip galvanised in accordance with AS 16505. Expansion joints to be 15mm wide for full depth of kerb & gutter, with

joint being of a preformed material of bituminous fibreboard.6. Where pit is deeper than 1200mm provide step irons. Refer drawing

ASD300 for Step Iron details.



E

W

S

T

MOF

G

SURVEYEDOFFICER:

DATE:

SURVEY MARKS:


.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........


DATE:

DESIGNED:

DATE:


DRAWN:

DATE:

SERVICESGas:

Electricity:

Water:

Sewer:



LEGENDLOCATIONS





PLAN DETAILS FILE:

PLAN No:

REVISION

SHEET:



REAR ACCESS GULLY PIT -Pipes up to 600Ø ASD 301

B

B

SECTION A-A

SECTION B-B

NOTE:

A

PLAN


12001800240030003600

A B18252438304836574267

300913

152321322742

A

1. Compressive strength, F'c for cast insitu concrete to be min N32 toAS3600.

2. All dimensions in mm.3. Provide SL82 mesh centrally placed to walls and base for all pits >/= 1.5m

deep. Minimum 50mm cover. Return mesh 300mm into base and sides, orstarter bars to match wall reinforcement.

4. All exposed steelwork shall be hot dip galvanised in accordance with AS1650.

5. Where A > 300 provide N16 reinforcing returned min 400 into pit walls.Where A > 900 design to be certified by Engineer.

6. For connection to subsoil drainage refer to ASD305.7. For provision of grates in pits refer to ASD 303. Where a heavy duty steel

grate is required a Weldlok GG78-42A grate or equivalent is to bespecified.

8. Where pit is deeper than 1200mm provide step irons. Refer drawingASD300 for Step Iron details.



E

W

S

T

MOF

G

SURVEYEDOFFICER:

DATE:

SURVEY MARKS:


.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........


DATE:

DESIGNED:

DATE:


DRAWN:

DATE:

SERVICESGas:

Electricity:

Water:

Sewer:



LEGENDLOCATIONS





PLAN DETAILS FILE:

PLAN No:

REVISION

SHEET:



CAST IN-SITU REAR ACCESS GULLY PIT- Pipes > 600Ø ASD 302

B

B

SECTION A-A

SECTION B-B

A

A

NOTES:

PLAN


12001800240030003600

A18252438304836574267

6051218182824373047

1. Compressive strength, F'c for cast insitu concrete to be min N32 to AS36002. All dimensions in mm.3. Provide SL82 mesh centrally placed to walls and base for all pits Minimum

50mm cover. Return mesh 300mm into base and sides, or starter bars to matchwall reinforcement.

4. All exposed steelwork shall be hot dip galvanised in accordance with AS 1650.5. Where A > 300 provide N16 reinforcing returned min 400 into pit walls. Where A

> 900 design to be certified by Engineer.6. For connection to subsoil drainage refer to ASD305.7. Where a heavy duty steel grate is required a Weldlok GG78-42A grate or

equivalent is to be specified.8. Where pit is deeper than 1200mm provide step irons. Refer drawing ASD300

for Step Iron details.



B

E

W

S

T

MOF

G

SURVEYEDOFFICER:

DATE:

SURVEY MARKS:


.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........


DATE:

DESIGNED:

DATE:


DRAWN:

DATE:

SERVICESGas:

Electricity:

Water:

Sewer:



LEGENDLOCATIONS





PLAN DETAILS FILE:

PLAN No:

REVISION

SHEET:



CAST IN-SITU GRATED GULLY PIT -Pipes >600Ø & Pipes in Carriageway ASD 303

SECTION AA

SECTION BBELEVATION

BNOTE:

A A

B

(GRATE NOT SHOWN)

PLAN

OD

1. Compressive strength F'c for cast insitu concrete to be a minimum of32mpa at 28 days.

2. All dimensions are in millimetres.3. Provide SL82 mesh centrally placed to walls of pits > 1.5m deep. 50mm

min cover. Return mesh 300mm into base and sides, or starter bars tomatch wall reinforcement.

4. All steelwork shall be hot dip galvanised in accordance with AS 16505. Max depth pit 3500mm.6. Provide min 50mm drop through pit.7. Where pit is deeper than 1200mm provide step irons. Refer drawing

ASD300 for Step Iron details.


Note: Expansion joints at 1m distance from gratedcover if paving surrounds pit.

E

W

S

T

MOF

G

SURVEYEDOFFICER:

DATE:

SURVEY MARKS:


.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........


DATE:

DESIGNED:

DATE:


DRAWN:

DATE:

SERVICESGas:

Electricity:

Water:

Sewer:



LEGENDLOCATIONS





PLAN DETAILS FILE:

PLAN No:

REVISION

SHEET:



CAST IN-SITU STANDARD SURFACEINLET PIT ASD 304

NOTES:

FLUSHING POINT

ON LINE

FLUSHING POINT

HEAD OF LINE

PLAN

PIT CONNECTION

TRENCH DETAILS

ALT. DETAIL

Pavement Rehabilitation

1. Construction shall be in accordance with ShellharbourEngineering Construction Code based on AUS-SPEC.

2. Provide flushing points at max 50m centres and outlets at max100m centres.

3. Select filter material in accordance with Shellharbour EngineeringConstruction Code based on AUS-SPEC - Subsurface Drainage.

4. All filter material shall be geotextile wrapped, min 140g/m3 wovengeotextile to AS 3706.

5. Subsoil drainage pipe shall be slotted UPVC or perforated,ribbed HDPE to AS2439.1.

6. Minimum longitudinal grades for pipes shall be: ribbed HDPEpipe - 1.5%, slotted UPVC pipe - 1%, 450mm strip drain - 0.5%.

7. UPVC pipe and fittings shall be min Class 12.8. Road crossings to be Sewer Heavy grade UPVC Pipe.

E

W

S

T

MOF

G

SURVEYEDOFFICER:

DATE:

SURVEY MARKS:


.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........


DATE:

DESIGNED:

DATE:


DRAWN:

DATE:

SERVICESGas:

Electricity:

Water:

Sewer:



LEGENDLOCATIONS





PLAN DETAILS FILE:

PLAN No:

REVISION

SHEET:



STANDARD SUBSOIL DRAINAGEDETAILS ASD 305

2

E

W

S

T

MOF

G

SURVEYEDOFFICER:

DATE:

SURVEY MARKS:


.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........


DATE:

DESIGNED:

DATE:


DRAWN:

DATE:

SERVICESGas:

Electricity:

Water:

Sewer:



LEGENDLOCATIONS





PLAN DETAILS FILE:

PLAN No:

REVISION

SHEET:



PRECAST BOX CULVERTS - Slab andHeadwall ASD 306

PRECAST MEDIAN KERB

INLET FOR SF KERB

SECTION 'AA'

TYPE 'B'

NOTE

TYPE 'A'

SECTION 'AA'

PRECAST MEDIAN

KERB INLET

NOTE

BA

TYPE A

CONNECTION

B

CONNECTION TYPES

TYPE A:- 300-525mm Ø R.C.P.TYPE B:- 600mm + Ø R.C.P. ELEVATION

A

SECTION 'BB'

A

A

Reinforcement and end treatment to be duplicated at other end.All dimensions are in millimetres unless otherwise stated.

This plan has been adopted from the plan produced by

the Roads and Maritime Services NSW (RMS). Drawing

Number R0220-11 REFER CURRENT OR EQUIVALENT

EDITION BEFORE USE.

E

W

S

T

MOF

G

SURVEYEDOFFICER:

DATE:

SURVEY MARKS:


.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........


DATE:

DESIGNED:

DATE:


DRAWN:

DATE:

SERVICESGas:

Electricity:

Water:

Sewer:



LEGENDLOCATIONS





PLAN DETAILS FILE:

PLAN No:

REVISION

SHEET:



PRECAST MEDIAN KERB INLET FOR SFKERB ASD 307

ELEVATION OF INLET

A

SECTION AA

A

PLAN WITH COVER AND GRILLE REMOVED

NOTES:

PLAN OF PIT COVER

This plan has been adopted from the plan produced by the

Roads and Maritime Services NSW (RMS). Drawing

Number R0220-10 REFER TO CURRENT EQUIVALENT

EDITION BEFORE USE.

1. Compressive strength, F'c for cast insitu concrete to be min N32 to AS 3600.2. All exposed edges to be rounded with 20mm radius.3. All mild steel material to be galvanised on completion in accordance with AS1650.4. Side walls of all pits deeper than 1500 are to be reinforced with one layer of SL82 mesh. Return mesh

300mm into base and sides, or starter bars to match wall reinforcement.5. Depth of pit not to exceed 3500.6. Where pit is deeper than 1200mm provide step irons. Refer drawing ASD300 for Step Iron details.7. For connection to subsoil drainage refer to ASD305.8. All dimensions are in millimetres.



E

W

S

T

MOF

G

SURVEYEDOFFICER:

DATE:

SURVEY MARKS:


.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........


DATE:

DESIGNED:

DATE:


DRAWN:

DATE:

SERVICESGas:

Electricity:

Water:

Sewer:



LEGENDLOCATIONS





PLAN DETAILS FILE:

PLAN No:

REVISION

SHEET:



STANDARD DOUBLE INLET GULLY PITFOR TYPE SF KERB ASD 308

ELEVATION OF INLET

SECTION A - A

NOTES:

PLAN WITH COVER AND GRILLE REMOVED

CONCRETE COVER



Number R0220-09 REFER TO CURRENT EQUIVALENT

EDITION BEFORE USE.

1. Compressive strength, F'c for cast insitu concrete to be min N32 to AS 3600.2. Side walls of pits deeper than 1500 are to be reinforced with one layer of SL82 mesh. Return mesh

300mm into base and sides, or starter bars to match wall reinforcement.3. Depth of pit not to exceed 3500.4. Where pit is deeper than 1200mm provide step irons. Refer drawing ASD300 for Step Iron details.5. All exposed edges to be rounded to 20 radius.6. For pipes greater than 450mm Ø* = nOD + (n - 1) OD/2 + 200 n = number of pipes7. Surface of precast cover to be finished with materials and method similar to that specified for

median paving.8. All mild steel material to be galvanised on completion in accordance with AS 1650.9. For connection to subsoil drainage refer to ASD305.10. All Dimensions are in millimetres.


E

W

S

T

MOF

G

SURVEYEDOFFICER:

DATE:

SURVEY MARKS:


.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........


DATE:

DESIGNED:

DATE:


DRAWN:

DATE:

SERVICESGas:

Electricity:

Water:

Sewer:



LEGENDLOCATIONS





PLAN DETAILS FILE:

PLAN No:

REVISION

SHEET:



SINGLE INLET GULLY PIT FOR TYPE SFKERB ASD 309

SECTION C - C

SECTION A-A

OUTLET DETAILS TO HEADWALL

SECTION D - D

PLAN OF JOINT

SECTION B - B(Used where subsurface drain turned at

right angles across shoulder to outlet.)

NOTES:

PLAN

STEEP BATTER

Steeper than 4 Hor. : 1 Vert.

PLAN

FLAT BATTER

4 Hor. : 1 Vert. or flatter.



Number MD.R33.A04 Sheet 1 and 2. REFER CURRENT

EQUIVALENT EDITION BEFORE USE

1. Compressive strength F'c for cast insitu.Concrete to be min N32 to AS 3600.

2. All dimensions in millimetres unless otherwisestated

E

W

S

T

MOF

G

SURVEYEDOFFICER:

DATE:

SURVEY MARKS:


.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........


DATE:

DESIGNED:

DATE:


DRAWN:

DATE:

SERVICESGas:

Electricity:

Water:

Sewer:



LEGENDLOCATIONS





PLAN DETAILS FILE:

PLAN No:

REVISION

SHEET:



CAST IN-SITU OUTLET STRUCTURESFOR SUBSURFACE DRAINS ASD 310

SECTION A-ASECTION B-B

SECTION A-A

SECTION B-B

B BA A A A

B B

PLAN

'V' DRAIN FOR PIPE Ø450 OR LESS

NOTE:

PLAN

'V' DRAIN FOR PIPE Ø525 OR GREATER

1. Compressive strength, F'c for cast insitu concrete to be min N32 toAS3600

2. All dimensions in mm3. Provide SL82 mesh centrally placed to walls and base for all pits >1.5m

deep. Minimum 50mm cover. Return mesh 300mm into base and sides, orstarter bars to match wall reinforcement.

4. All exposed steelwork shall be hot dip galvanised in accordance with AS1650


E

W

S

T

MOF

G

SURVEYEDOFFICER:

DATE:

SURVEY MARKS:


.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........


DATE:

DESIGNED:

DATE:


DRAWN:

DATE:

SERVICESGas:

Electricity:

Water:

Sewer:



LEGENDLOCATIONS





PLAN DETAILS FILE:

PLAN No:

REVISION

SHEET:



CAST IN-SITU GRATED "V" DRAIN PITFOR SH TYPE DISH DRAIN ASD 311

NOTES:

SECTION AA

ISOMETRIC VIEW

A A

PLAN

[ Cover removed ]

150



Number R0220-46. REFER TO CURRENT EDITION

BEFORE USE.

1. Compressive strength F'c for cast insitu concrete to be minN32 to AS 3600.

2. All dimensions in millimetres3. Side walls of all pits deeper than 1500mm are to be reinforced

with one layer of SL82 mesh. Return mesh 300mm into baseand sides, or starter bars to match wall reinforcement.

4. Depth of pit not to exceed 3500mm5. Pits deeper than 1200mm to be fitted with galvanised step

irons at 300mm centres. Refer to ASD 3006. All exposed edges to be rounded with 200mm radius7. Median width as shown is for minimum conditions8. All reinforcement laps to be 300mm long9. For use with flexible pavement only

E

W

S

T

MOF

G

SURVEYEDOFFICER:

DATE:

SURVEY MARKS:


.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........


DATE:

DESIGNED:

DATE:


DRAWN:

DATE:

SERVICESGas:

Electricity:

Water:

Sewer:



LEGENDLOCATIONS





PLAN DETAILS FILE:

PLAN No:

REVISION

SHEET:



CAST IN-SITU SLIMDRAIN MEDIAN PIT ASD 312

1. Compressive strength F'c for cast insitu concrete tobe min N32 to AS 3600

2. All dimensions in millimetres3. Rods at 100 centres, placed longitudinally and

transversely; or F81 mesh. Return mesh 300mminto base and sides, or starter bars to match wallreinforcement.

4. Location and level of junction box shown in thedrawings refer to this point:

5. Side walls of all pits deeper than 1500mm are to bereinforced with one layer of RL1218 mesh. Returnmesh 300mm into base and sides, or starter bars tomatch wall reinforcement.

6. Depth of pit not to exceed 3500mm7. Pits deeper than 1200mm to be fitted with

galvanised step irons at 300mm centres. See ASD300

8. All exposed edges to be rounded with 200mmradius

9. At right angle change in pipe direction outlet invertto be 150 below inlet invert

10. All reinforcement laps to be 300mm long11. Minimum cover of reinforcement shall be 50 unless

shown otherwise.

NOTES:

SECTION A-A

ELEVATION

B

SECTION B-B

A A

(LID REMOVED)

B

PLAN

OD

OD


Roads and Maritime Services NSW (RMS). Drawing Number

R0220-29. REFER TO CURRENT EQUIVALENT EDITION

BEFORE USE .


E

W

S

T

MOF

G

SURVEYEDOFFICER:

DATE:

SURVEY MARKS:


.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........


DATE:

DESIGNED:

DATE:


DRAWN:

DATE:

SERVICESGas:

Electricity:

Water:

Sewer:



LEGENDLOCATIONS





PLAN DETAILS FILE:

PLAN No:

REVISION

SHEET:



STANDARD JUNCTION PITASD 313

NOTES:

SECTION B-B

SECTION A-A

B

A

Flow

A

125

B

PLAN

(GRATE REMOVED)

Dep

th a

s S

peci

fied

Flow

Dep

th a

s re

quire

d

O.D.

1. Compressive strength F'c for cast insitu concrete to bemin N32 to AS 3600

2. All dimensions in millimetres3. Where pit is located in a sag, inlet depressions are to be

provided on both sides of the pit4. Location and level of grated surface inlet pit shown in the

drawings refer to this point:5. Side walls of all pits deeper than 1500mm are to be

reinforced with one layer of SL82 mesh. Return mesh300mm into base and sides, or starter bars to match wallreinforcement.

6. Depth of pit not to exceed 3500mm7. Pits deeper than 1200mm to be fitted with step irons at

300mm centres. See ASD 3008. All exposed edges to be rounded with 200mm radius9. All reinforcement laps to be 300mm long10. Minimum cover of reinforcement shall be 50 unless

shown otherwise




BEFORE USE .


E

W

S

T

MOF

G

SURVEYEDOFFICER:

DATE:

SURVEY MARKS:


.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........


DATE:

DESIGNED:

DATE:


DRAWN:

DATE:

SERVICESGas:

Electricity:

Water:

Sewer:



LEGENDLOCATIONS





PLAN DETAILS FILE:

PLAN No:

REVISION

SHEET:



CAST IN-SITU GRATED SURFACE INLETFOR CATCH DRAINS & TABLE DRAINS ASD 314

NOTES:

SECTION A-A

B

A A

SECTION B-B

B

COVER

REINFORCED WITH AS 1304SL81 CENTRALLY PLACED

(COVER REMOVED)PLAN

DETAIL OF ALTERNATE INLET ARRANGEMENT

ONE INLETTWO INLETS

1. Compressive strength F'c for cast insitu concrete to be minN32 1. to AS3600.

2. All dimensions in millimetres unless otherwise shown.3. Location and level of surface inlet pit shown in the drawings

refer to this point :4. Side walls of all pits deeper than 1500mm are to be reinforced

with one layer of SL82 mesh. Return mesh 300mm into baseand sides, or starter bars to match wall reinforcement.

5. Depth of pit not to exceed 3500mm. All exposed edges to berounded with 200mm radius.

6. All reinforcement laps to be 300mm long.7. Minimum cover of reinforcement shall be 50 unless shown

otherwise.8. Where pit is deeper than 1200mm provide step Irons. Refer to

drawing ASD300 for Step Iron details.




BEFORE USE .


E

W

S

T

MOF

G

SURVEYEDOFFICER:

DATE:

SURVEY MARKS:


.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........


DATE:

DESIGNED:

DATE:


DRAWN:

DATE:

SERVICESGas:

Electricity:

Water:

Sewer:



LEGENDLOCATIONS





PLAN DETAILS FILE:

PLAN No:

REVISION

SHEET:



SURFACE INLET PIT ASD 315

A 150mm layer of compacted granular bedding material shall be provided under the unit and to manufacturersrequirements.

AS3725,

General1.2.

Precast concrete stormwater pits that are damaged with unacceptable defects shall be discarded.Precast unit shall be finished design surface levels.

Excavation3.

Assembly4.

5.6.7.

8.

All excavation must be 150mm clear of the precast unit and to manufacturer's requirements.

DO NOT oversize the knockout hole. Only the required size hole to accommodate the outside pipe diameter shouldbe removed.

Nothing outside the prescribed knockout section is to be removed.Pipes shall not enter the pit.

Pipes shall sit flush with the knockout ledge. Where the base of the pit is lower than pipe invert a false floor shall bepoured. The floor shall be graded between upstream and downstream pipe inverts with a smooth finish.

For connection to subsoil drainage refer to ASD305. All subsoil drainage connections shall only be through theknockout section and then rendered in accordance with note 12.

9.The knockout area width shall be the pipe horizontal skew dimensions.

10. The angle of entry shall be no less then 45 degrees. See table for maximum pipe size.11. The jointing surface must be clean.12. Pipe entry joints are to be rendered with an epoxy mortar to be smooth and free from intrusions and to ensure a

watertight joint.13. Concrete backfill (3:1 Sand /cement mortar) shall surround the pipe inlet and outlet to form a bell-housing effect with

a smooth finish14. Step irons at 300 centres required in pits greater than 1200mm deep. Unused step iron holes to be rendered. Refer

drawing ASD300 for Step Iron details.

Backfilling15. Backfilling around external faces of the precast unit to be selected material, in accordance with C220.08, added in

150mm layers and compacted simultaneously around the structure to avoid differential loading.

Knockout section and then render in accordance with note 12. Within the knockout area.

E

W

S

T

MOF

G

SURVEYEDOFFICER:

DATE:

SURVEY MARKS:


.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........


DATE:

DESIGNED:

DATE:


DRAWN:

DATE:

SERVICESGas:

Electricity:

Water:

Sewer:



LEGENDLOCATIONS





PLAN DETAILS FILE:

PLAN No:

REVISION

SHEET:



PRECAST PIT INSTALLATION ASD 316

1 2 3 4

225Ø

Detail A

Council System

Fall of land

5 6NOTES

Pit spacing to be no greater than 60mPit at change indirection(Refer to note 6)

PLANEasement 0.5m

75x50 hardwood peg, 600long painted green on peg,positioned over dead end.

FSL

225Ø MIN150Ø

Tape tied to endof sideline.

FLOW

225Ø (MIN)

DETAIL A

ELEVATION

150Ø

CONTOURS

75mm wide polyethylene tape colouredgreen, inscribed with "CAUTION BURIEDSTORMWATER LINE" printed in heavyblack letters.

1. All dimensions are in millimetres.2. Locate inspection openings in accordance with design drawings or Council

requirements.3. All connection types shown in this drawing are applicable to PVC (RRJ)

pipes unless otherwise shown.4. Property connection riser is part of the private stormwater service unless

specified otherwise.5. The maximum number of allotments connected to any interallotment system

shall not exceed 66. Pit shall be in accordance with with SCC standard drawing ASD313 (Min 600

x 600 internal dimensions)7. Pits shall be constructed at all changes in direction and the distance between

pits shall be no greater than 60m

E

W

S

T

MOF

G

SURVEYEDOFFICER:

DATE:

SURVEY MARKS:


.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........


DATE:

DESIGNED:

DATE:


DRAWN:

DATE:

SERVICESGas:

Electricity:

Water:

Sewer:



LEGENDLOCATIONS





PLAN DETAILS FILE:

PLAN No:

REVISION

SHEET:



INTERALLOTMENT PROPERTY DRAINCONNECTIONS ASD 317

100mm Ø UPVC (SEWER GRADE)

STANDARD PLAN

DETAIL

FOOTPATH

EXISTING/PROPOSED PIPE

A-

STANDARD SECTION

A-

BU

ILD

ING

LIN

EB

UIL

DIN

G L

INE

FOO

TPA

TH

BA

CK

OF

KE

RB

100mm Ø UPVC (SEWER GRADE)

CONNECT 100mm Ø UPVC (SEWER GRADE) PIPEINTO EXISTING/PROPOSED PIPE AT BUILDINGLINE WITH A PROPRIETARY ADAPTOR.

CONNECT INTOBACK OF KERB

EXISTING/PROPOSEDPIPE

KERB BLOCK REFERTO STANDARDDRAWING ASD319

100mm Ø UPVC(SEWER GRADE)

ADOPT 100mm TO 90mm STORMWATER ADAPTORWHEN CONNECTING TO EXISTING/PROPOSED 100mmUPVC STORMWATER PIPE IN KERB BLOCK

E

W

S

T

MOF

G

SURVEYEDOFFICER:

DATE:

SURVEY MARKS:


.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........


DATE:

DESIGNED:

DATE:


DRAWN:

DATE:

SERVICESGas:

Electricity:

Water:

Sewer:



LEGENDLOCATIONS





PLAN DETAILS FILE:

PLAN No:

REVISION

SHEET:



STORMWATER CONNECTION TO KERB ASD 318

NOTE:

SA HEAVY DUTYKERB ADAPTOR

EXISTING SA KERBPROFILE

SE HEAVY DUTYKERB ADAPTOR

EXISTING SE KERBPROFILE

SE KERB WITH HEAVYDUTY KERB ADAPTOR

SECTIONAL VIEW

SE HEAVY DUTYKERB ADAPTOR

SA KERB WITH HEAVYDUTY KERB ADAPTOR

SECTIONAL VIEW

SA HEAVY DUTYKERB ADAPTOR

1. All heavy duty kerb adapters are to be constructed from 125x75x3mm mildsteel

2. All mild steel must be hot dipped galvanised before installation3. The heavy duty kerb adaptors require a UPVC kerb adaptor to be inserted

inside4. Both kerb adaptors must be grouted in place to stop movement.5. Where the existing connection point is not available in either normal kerb and

gutter or roll type kerb and gutter, the kerb must be saw cut to provide for theconnection of the pipe. The saw cut must ensure that a minimum of 50mmcover is available on all 3 sides of the pipe to permit adequate strength andthickness for the concrete finish. The kerb and gutter connection must be a100mm diameter galvanised steel circular for 150mm kerb and gutter or a150mm x 150mm galvanised rectangular steel section for roll kerb ensuringthat the galvanised section is fully encased by concrete.

INSERT UPVC90/100mm ØKERB ADAPTOR

INSERT UPVC90/100mm ØKERB ADAPTOR

E

W

S

T

MOF

G

SURVEYEDOFFICER:

DATE:

SURVEY MARKS:


.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........

.......... ................. ..........


DATE:

DESIGNED:

DATE:


DRAWN:

DATE:

SERVICESGas:

Electricity:

Water:

Sewer:



LEGENDLOCATIONS





PLAN DETAILS FILE:

PLAN No:

REVISION

SHEET:



HEAVY DUTY KERB ADAPTORS ASD 319

plan details - cdn.shellharbour.nsw.gov.au

Documents